W912BU20B0005-Dwgs.pdf
PDF 26 MB Posted
- Attached to
- Blue Marsh Lake Road Repairs and Repaving
- Solicitation number
- W912BU20B0005
About this file
This document outlines a federal contract opportunity for road repairs and repaving at Blue Marsh Lake in Pennsylvania. The Corps of Engineers seeks to reconstruct approximately 27,000 square yards of access road and parking areas involving full depth removal and replacement of existing asphalt with 4 inches of new hot mix asphalt. An additional 10,500 square yards of parking and turnaround areas may also be repaired depending on available funds. One culvert will be extended 8 feet to accommodate shoulder widening. The solicitation number is W912BU20B0005 with a bid opening date of at least 30 days after issuance on May 29, 2020. The acquisition will be conducted using sealed bidding with award to the lowest priced responsive and responsible bidder. The small business set-aside has an estimated value between $1-5 million and a 90-day period of performance.
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Other files
| File | Type | Posted |
|---|---|---|
| Formal Abstract 20B0005 BML Road Repair and Paving (1).pdf | ||
| Amendment 1 20B0005.pdf | ||
| W912BU20B0005-Specs.pdf |
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Text version
SUBMITTED:
APPROVED:
CHIEF, ENGINEERING AND CONSTRUCTION DIVISION
PETER M. TRANCHIK, P.E.
CHIEF, ENGINEERING BRANCH
ANDREW J. SCHWAIGER, P.E.
THIS PROJECT WAS DESIGNED BY THE
PHILADELPHIA DISTRICT OF THE U.S.
ARMY CORPS OF ENGINEERS. THE
INITIALS OR SIGNATURES AND
REGISTRATION DESIGNATIONS OF
INDIVIDUALS APPEAR ON THESE
PROJECT DOCUMENTS WITHIN THE
SCOPE OF THEIR EMPLOYMENT AS
REQUIRED BY ER 1110-1-8152.
US Army Corps of Engineers
DISTRICT
D A
T E
S O
L I C
I T
A T
I O
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B E
R
F I L
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M A
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D W
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S
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C O
N T
R A
C T
N
U M
B E
R
SHEET NUMBER
B Y
D E
S C
R I P
T I O
N A
C T
I O
N
X
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S U
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U B
M I T
T A
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C
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P S
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F
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D I S
T R
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SOLICITATION NO:
CONTRACT NO:
ISSUE/SUBMITTAL DATE:
G-001
B L
E
M
A R
H
L
K
E
L E
E S
P O
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P
A
A C
C E
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A
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F N
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B
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B
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B
P H
I L A
D E
L P
H I A
PHILADELPHIA
PHASE 1 - STA. 0+51 TO STA. 65+53
ACCESS ROAD REPAVING AND REPAIRS
LEESPORT, PA
BLUE MARSH LAKE
29 MAY 2020
IFB W912BU20B0005
N
OF PROJECT
LOCATION
VICINITY MAP
N.T.S.
DRAWING INDEX
SHEET
NUMBER
DESCRIPTION
GENERAL
G-001
COVER SHEET
CIVIL
C-001
GENERAL INFORMATION SHEET
C-101
GENERAL PLAN
C-102
DEMOLITION PLAN - STA. 0+00 TO STA. 10+41.71
C-103
DEMOLITION PLAN - STA. 10+41.71 TO STA. 20+12.92
C-104
DEMOLITION PLAN - STA. 20+12.92 TO STA. 31+06.08
C-105
DEMOLITION PLAN - STA. 31+06.08 TO STA. 36+83.68
C-106
DEMOLITION PLAN - STA. 36+83.68 TO STA. 39+92.90 & OPTION 1
C-107
DEMOLITION PLAN - STA. 39+92.90 TO STA. 45+18.85 & OPTION 2
C-108
DEMOLITION PLAN - STA. 45+18.85 TO STA. 65+53
C-109
DEMOLITION PLAN - STA. 51+61.54 TO STA. 60+40.81
C-110
PLAN - STA. 0+00 TO STA. 10+41.71
C-111
PLAN - STA. 10+41.71 TO STA. 20+12.92
C-112
PLAN - STA. 20+12.92 TO STA. 31+06.08
C-113
PLAN - STA. 31+06.08 TO STA. 36+83.68
C-114
PLAN - STA. 36+83.68 TO STA. 39+92.90 & OPTION 1
C-115
PLAN - STA. 39+92.90 TO STA. 45+18.85 & OPTION 2
C-116
PLAN - STA. 45+18.85 TO STA. 65+53
C-117
PLAN - STA. 51+61.54 TO STA. 60+40.81
C-301
TYPICAL SECTIONS - PAVEMENT
C-302
TYPICAL SECTIONS - PAVEMENT AND PARKING AREAS
C-501
DETAILS
C-502
DETAILS - INTERSECTION STRIPING
C-503
DETAILS - INTERSECTION STRIPING
C-504
DETAILS - PARKING LOT D STRIPING
C-505
DETAILS - PARKING LOT E STRIPING
C-506
DETAILS - PARKING LOT F STRIPING
C-507
DETAILS - PARKING LOT F STRIPING
CE-001
NOTES - EROSION AND SEDIMENT CONTROL
CE-501
DETAILS - EROSION AND SEDIMENT CONTROL
CE-502
DETAILS - EROSION AND SEDIMENT CONTROL
LOCATION MAP
OF WORK
LOCATION
N.T.S.
N
AutoCAD SHX Text
ISLAND
AutoCAD SHX Text
RHODE
AutoCAD SHX Text Providence
AutoCAD SHX Text Albany
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JERSEY
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NEW
AutoCAD SHX Text Philadelphia
AutoCAD SHX Text Atlantic City
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CONNECTICUT
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LONG ISLAND
AutoCAD SHX Text New York
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LONG ISLAND SOUND
AutoCAD SHX Text Hartford
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MASS.
AutoCAD SHX Text Ocean City
AutoCAD SHX Text Washington
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CHESAPEAKE
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BAY
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DELAWARE
AutoCAD SHX Text Norfolk
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BAY
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DELAWARE
AutoCAD SHX Text A T L A N T I C O C E A N
AutoCAD SHX Text Baltimore
AutoCAD SHX Text Buffalo
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PENNSYLVANIA
AutoCAD SHX Text Harrisburg
AutoCAD SHX Text Pittsburgh
AutoCAD SHX Text
LAKE
AutoCAD SHX Text Erie
AutoCAD SHX Text
ERIE
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CANADA
AutoCAD SHX Text Roanoke
AutoCAD SHX Text
VIRGINIA
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VIRGINIA
AutoCAD SHX Text
WEST
AutoCAD SHX Text Richmond
AutoCAD SHX Text
MARYLAND
AutoCAD SHX Text
NEW YORK
AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text Allentown
AutoCAD SHX Text Reading
PLAN SYMBOLS LEGEND
EXIST. UTILITY POLE
EXIST. LIGHT POLE
EXIST. GATE
EXIST. SIGN POST
OPTION WORK
EXIST. TIMBER GUIDE RAIL
EXIST. NATURAL GAS LINE
EXIST. STORM SEWER
EXIST. ELECTRIC, UNDERGROUND
20'
MAJOR EXISTING CONTOUR LINE
W
EXIST. MONITORING WELL
SPOT ELEVATION
EXIST. STORM DRAIN INLET
GENERAL NOTES:
1. ELEVATIONS ARE EXPRESSED IN FEET AND TENTHS OF A FOOT AND REFER TO THE NORTH AMERICAN
VERTICAL DATUM (NAVD) 1988.
2. HORIZONTAL CONTROL IS REFERENCED TO THE PENNSYLVANIA SOUTH STATE PLANE COORDINATE SYSTEM
(NAD 1983).
3. THE CENTERLINE OF ROAD SHOWN ON THE PLAN VIEWS IS THE APPROXIMATE PHYSICAL CENTERLINE.
4. THE CONTRACTOR WORK LIMIT AND LIMIT OF DISTURBANCE LINES SHALL BE AS SHOWN ON SHEET C-301 AND
C-501.
5. STAGE AND ACCESS TO THE WORK SITE ON THE LOCATIONS SHOWN ON SHEET C-101.
6. THE SITE CONDITION SURVEYS ARE A RESULT OF SURVEYS CONDUCTED IN MARCH OF 2019, AND CAN ONLY
BE CONSIDERED REPRESENTATIVE OF THE CONDITIONS OCCURRING AT THAT TIME.
7. CONTACT PENNSYLVANIA ONE CALL AT 811 OR 1-800-242-1716 (OUTSIDE OF PA) AT LEAST THREE (3) BUSINESS
DAYS, BUT NOT MORE THAN TEN (10) DAYS PRIOR TO THE BEGINNING OF OF CONSTRUCTION ACTIVITIES FOR
MARK OUT OF UTILITY LINES. THE CALL CENTER IS OPEN 24 HOURS A DAY, 7 DAYS A WEEK, EVERY DAY OF
THE YEAR.
8. COORDINATE ALL CONSTRUCTION ACTIVITIES WITH THE CONTRACTING OFFICER REPRESENTATIVE (COR).
9. EDGE OF PAVEMENT STATION/OFFSET INFORMATION AND/OR CURVE RADII PROVIDED ON SITE PLANS ARE
FOR AREAS OF PAVEMENT THAT REQUIRE PAVEMENT WIDENING. SEE SHEET C-301 FOR TYPICAL SECTIONS.
10. PAVEMENT MARKINGS/STRIPING NOT SHOWN ON SITE PLAN FOR CLARITY. SEE TYPICAL SECTIONS ON SHEET
C-301 AND INTERSECTION STRIPING DETAILS ON SHEET C-502 AND C-503 FOR STRIPING LOCATIONS.
11. ALL EXISTING SIGNS, POSTS, CONCRETE CURBS AND PIPES ARE TO REMAIN IN PLACE. SELECT RELOCATION
OF SIGN POSTS IS ACCEPTABLE IF THERE IS INTERFERENCE WITH DEMOLITION AND PAVEMENT WORK.
RELOCATION WORK SHALL BE COORDINATED WITH THE COR AND SHOULD NOT BE CONSIDERED PART OF
THE BASE BID/OPTIONS WORK.
12. ALL EXISTING DRAINAGE INLETS, MANHOLES OR OTHER UTILITIES ARE TO REMAIN.
13. EROSION AND SEDIMENT CONTROL FEATURES ARE REQUIRED FOR THIS PROJECT AND THE LOCATIONS CAN
BE FOUND ON SHEETS C-102 TO C-109. FOR EROSION AND SEDIMENT CONTROL NOTES AND DETAILS, SEE
SHEETS CE-001 TO CE-502.
SYMBOLS, ABBREVIATIONS AND GENERAL NOTES
X-1011
VIEW NAME
MATCHLINE MATCHLINE
RE: X-XXX RE: X-XXX
X-101
CLOUD
REVISION & AMENDMENT
CLOUD AND SYMBOL
REVISION SYMBOL
(NUMERIC)
AMENDMENT SYMBOL
(ALPHA)
1 a
VIEW TITLE SYMBOL
SECTION CUT SYMBOL
VIEW IDENTIFICATION NUMBER
VIEW NAME
DIRECTION OF VIEW
CALLOUT SYMBOL
CALLOUT AREA VIEW
MATCHLINE SYMBOL
CALLOUT IDENTIFICATION
NUMBER
DETAIL SHEET
REF NUMBER
DRAWING SHEET
MATCHING REFERNECE
NUMBER
DRAWING SHEET SYMBOLS
GRAPHIC BAR SCALE SYMBOLS
SECTION IDENTIFICATION NUMBER
DETAIL SHEET
REF NUMBER
PRIMARY
SCALE
EXTENSION
SCALE
V: X X X X X
X X X X
H: X
SCALE IN FEET/METERS
(TYPICAL BAR SCALE)
SCALE IN FEET/METERS
(HORIZONTAL/VERTICAL BAR SCALE)
CONTRACTOR STAGING
AND STORAGE AREA
EXIST. MANHOLE
REMOVAL OR DEMOLITION
PRIMARY
SCALE
EXTENSION
SCALE
X X X XX
HATCH LEGEND
DIRECTION OF
MAGNETIC NORTH
NNORTH
PLAN
MAGNETIC
NORTH
PLAN
NORTH
NORTH SYMBOLS
ABBREVIATIONS
ABBRV DESCRIPTION ABBRV DESCRIPTION ABBRV DESCRIPTION
AD AREA DRAIN FDN FOUNDATION PSI POUNDS PER SQUARE INCH
ADDL ADDITIONAL FF FINISHED FLOOR PVI POINT OF VERTICAL INFLECTION
AFF ABOVE FINISHED FLOOR FIN
FINISH
RAD RADIUS
BD BOARD FL FLOOR REINF REINFORCEMENT
BIT BITUMINOUS FM FORCE MAIN REM REMOVABLE
BL or BASE LINE FT
FOOT, FEET
ROW RIGHT OF WAY
BLDG BUILDING FTG FOOTING S SOUTH
BM BEAM G GROUND SCH SCHEDULE
BMP BEST MANAGEMENT PRACTICE GOVT GOVERNMENT SECT SECTION
BOT BOTTOM GR GRADE SPEC SPECIFICATION
BVCE BEGINNING OF VERTICAL CURVE ELEVATION HORIZ HORIZONTAL SPRT SUPPORT
BVCS BEGINNING OF VERTICAL CURVE STATION HS HIGH STRENGTH SQ SQUARE
CL or CENTERLINE HT HEIGHT SST STAINLESS STEEL
CMU CONCRETE MASONRY UNIT HVY HEAVY STA STATION
CO CLEAN OUT IN INCH STD STANDARD
COL COLUMN INSUL
INSULATION, INSULATED
STRUCT STRUCTURAL
CONC CONCRETE IINT INTERIOR SUSP SUSPENDED
CONSTR CONSTRUCTION INV INVERT SYS SYSTEM
CONT CONTINUOUS LL LIVE LOAD TEMP TEMPORARY
CTRL CONTROL LP LOW POINT TD TRENCH DRAIN
CWL CONTRACTOR WORK LIMITS LT LIGHT TDO TRENCH DRAIN OUTLET PIPE
DET DETAIL LVC LENGTH OF VERTICAL CURVE TELE TELEPHONE
DGA DENSE GRADED AGGREGATE JCT JUNCTION TOPO TOPOGRAPHY
DIA DIAMETER MATL MATERIAL TYP TYPICAL
DIM DIMENSION MAX MAXIMUM UD UNDERDRAIN
DL DEAD LOAD MIN MINIMUM UDO UNDERDRAIN OUTLET PIPE
DWG DRAWING MISC MISCELLANEOUS UE UNDERGROUND ELECTRIC
E EAST N NORTH UGND UNDERGROUND
EA EACH NLT NOT LESS THAN UNO UNLESS NOTED OTHERWISE
ECM EROSION CONTROL MAT NTS NOT TO SCALE UOP UNDERDRAIN OUTLET PIPE
EJ EXPANSION JOINT OC ORIGINAL CONSTRUCTION UXO UNEXPLODED ORDINANCE
EL ELEVATION OD OUTSIDE DIAMETER VB VINYL BASE
ELEC ELECTRIC OH OVERHEAD VC VERTICAL CURVE
EOP EDGE OF PAVEMENT OPG OPENING VCT VINYL COMPOSITION TILE
EOS EDGE OF SHOULDER OPP OPPOSITE VOL VOLUME
EQ EQUAL PC POINT OF CURVE VERT VERTICAL
EQUIP EQUIPMENT PD PAVEMENT DRAIN VTR VENT THROUGH ROOF
EXH EXHAUST PI POINT OF INFLECTION W/ WITH
EXIST or (E)
EXISTING PIV POST INDICATOR VALVE W WEST
EXP
EXPANSION, EXPOSED
POT POINT OF TANGENT WL WATER LEVEL
EXP JT EXPANSION JOINT PMP PROBABLE MAXIMUM PRECIPITATION WS WATER SURFACE
EXT EXTERIOR PNL PANEL W/O WITHOUT
FIG FIGURE SINGLE PSF POUNDS PER SQUARE FOOT
C
L
B
L
CENTERLINE/SURVEY -
CONSTRUCTION BASELINE
EXIST. VEGETATION LINE
EXIST. GRAVEL SHOULDER
EXIST. ROCK LINE
EXIST. STEEL BOLLARD
CIVIL SITE WORK LEGEND
AREA REQUIRING AGGREGATE
DRAINAGE LAYER
EXIST. BITUMINOUS/CONCRETE CURB
EXIST. FLAG POLE
EXIST. GRAVEL AREA
TO BE PAVED
EXIST.PIPE TOP/INVERT
ELEVATIONS
EXIST. WATER EDGE
CENTERLINE OF EXISTING SWALE
ASPHALT CORE LOCATION
DRAINAGE PIPE CLEANOUT
INDUCTIVE LOOP VEHICLE
COUNTER SYSTEM
SEDIMENT BARRIER
INLET PROTECTION
MINOR EXISTING CONTOUR LINE
21+0020+00
EXIST. BUILDINGS
STABILIZED CONSTRUCTION
ENTRANCE
D
2 3
C
4 5
A
B
1 2 3 4 5
US Army Corps of Engineers
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MH- TG= INV=
AutoCAD SHX Text
AutoCAD SHX Text
XX
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PARKING LOT D
(OPTION 1)
PARKING LOT E
(STAGING AREA
AND OPTION 2)
PARKING LOT F
(BASE BID)
CONCESSION BUILDING
SERVICE ROAD (BASE BID)
ROUNDABOUT
PAVEMENT
REPAVING/REPAIRS
(OPTION 3)
STA. 3+32A TO STA. 5+50A
DRAINAGE LAYER (BASE BID)
LIMIT OF BASE
BID WORK
EXIST. BOOTHS
(TO REMAIN IN PLACE)
LIMIT OF PAVEMENT
DEMOLITION/ EDGE OF
PAVEMENT (TYP)
CENTERLINE OF ROAD (TYP)
STA. 27+79A TO STA. 30+38A
DRAINAGE LAYER (BASE BID)
LIMIT OF BASE
BID/OPTION 3
WORK
LIMIT OF BASE
BID/OPTION 3
WORK
LIMIT OF BASE
BID/OPTION 2 WORK
LIMIT OF BASE
BID/OPTION 1
WORK
LIMIT OF BASE
BID/OPTION 2
WORK
STA. 65+53A
END OF BASE BID
STA. 39+68A
PIPE EXTENSION
(BASE BID)
CONCESSION BUILDINGS
BLUE MARSH LAKE
BLUE MARSH LAKE
BLUE MARSH LAKE
TURN AROUND
PAVEMENT
REPAVING/REPAIRS
(OPTION 3)
LIMIT OF BASE
BID WORK
STA.19+50A TO STA. 21+50A
DRAINAGE LAYER (BASE BID)
STA. 0+51A
BEGIN PAVEMENT
REPAVING/REPAIRS
(BASE BID)
STABILIZED
CONSTRUCTION
ENTRANCE
PALISADES DRIVE
(CONTRACTOR ACCESS)
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VISITOR'S CENTER
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C-101
PHILADELPHIA
NORTH
PLAN
GENERAL PLAN
GENERAL PLAN
NOTES:
1. FOR GENERAL NOTES AND LEGEND, SEE SHEET C-001.
2. ALL ROAD AREAS SHOWN, UNLESS OTHERWISE INDICATED, ARE INCLUDED UNDER BASE BID WORK.
3. PARKING LOT E IS TO BE USED FOR CONTRACTOR STAGING AREA ONLY. FOR DISPOSAL LOCATIONS
ON GOVERNMENT PROPERTY AVAILABLE FOR THIS CONTRACT, SEE SPECIFICATION SECTION 02 41 00.
4. EXACT LOCATION OF DISPOSAL AREAS A AND B IS TO BE COORDINATED WITH THE COR. DISPOSAL
AREA B WILL BE ON GOVERNMENT PROPERTY WITHIN 5 MILES OF PARKING LOT F.
5. PAVEMENT STRIPING IS REQUIRED ON BASE BID AND ALL OPTIONS. SEE SHEETS C-301 & C-302 FOR
TYPICAL SECTIONS SHOWING STRIPING, SHEETS C-502 & C-503 FOR INTERSECTION STRIPING AND
SHEETS C-504, C-505,C-506 & C-507 FOR PARKING LOT AREA STRIPING.
DISPOSAL AREA A
DISPOSAL AREA A
DISPOSAL AREA A
(SEE NOTE 4)
NORTH
PLAN
AutoCAD SHX Text 100'
AutoCAD SHX Text 100'
AutoCAD SHX Text
AutoCAD SHX Text 50'
AutoCAD SHX Text
SCALE IN FEET
AutoCAD SHX Text 500'
AutoCAD SHX Text 500'
AutoCAD SHX Text
AutoCAD SHX Text
SCALE IN FEET
AutoCAD SHX Text
AutoCAD SHX Text 250'
SCALE IN FEET
EXIST.
GATE (TYP)
EXIST. SIGN
POST (TYP)
STA. 0+51A
BEGIN PAVEMENT
DEMOLITION
(SEE DETAIL 1/C-301)
EXIST. EDGE
OF GRAVEL
SHOULDER
(TYP)
CENTERLINE/SURVEY
CONSTR. BASELINE (TYP)
P
A
L I S
A
D
I V
E
EXIST. EDGE OF
PAVEMENT (TYP)
EXIST. EDGE OF
PAVEMENT (TYP)
STA. 5+50A
END OF DEMOLITION
FOR DRAINAGE LAYER
(SEE DETAIL 5/C-301)
A
A
A
A
A
A
STA. 0+67.38
OFF: 12.06' RT
STA. 0+50.98
OFF: 14.87' LT
STA. 0+62.55
OFF: 14.71' LT
STA. 0+67.39
OFF: 11.91' LT
STA. 0+51.00
OFF: 15.25' RT
STA. 5+34.20
OFF: 12.10' RT
STA. 5+50.05
OFF: 14.05' RT
STA. 0+62.19
OFF: 14.88' RT
ALIGNMENT 1
STA. 0+00 TO STA. 1+22
(FOR REFERENCE ONLY)
ALIGNMENT A
STA. 0+00 TO STA. 65+53
EXIST. TIMBER
GUIDE RAIL (TYP)
BEGIN ASPHALT
SHOULDER
EXTENSION
BM1
EXIST. TRAFFIC
COUNTER (SEE NOTE 3)
STA. 1+44.85
OFF: 15.01' LT
INLET
PROTECTION
(TYP)
SEDIMENT
BARRIER (TYP)
EXIST. STORM
DRAIN (TYP)
PIPE TOP: 422.29'
PIPE INV: 420.92'
PIPE TOP: 423.19'
PIPE INV: 421.69'
CENTERLINE OF
SWALE (TYP)
EXIST. STORM
DRAIN (TYP)
STABILIZED
CONSTRUCTION
ENTRANCE (TYP)
LIMIT OF PAVEMENT
DEMOLITION (TYP)
STA. 3+32A
BEGIN DEMOLITION
DRAINAGE LAYER
(SEE DETAIL
5/C-301)
VEGETATION
LINE (TYP)
EXIST.EDGE OF
GRAVEL
SHOULDER (TYP)
EXIST. TIMBER
GUIDE RAIL (TYP)
EXIST. EDGE OF
GRAVEL
SHOULDER (TYP)
EXIST. SIGN
POST (TYP)
PIPE TOP: 436.40'
PIPE INV: 434.89'
PIPE TOP: 426.14'
PIPE INV: 424.62'
PIPE TOP: 437.91'
PIPE INV: 436.33'
EXIST.
MONITORING
WELL (TYP)
CENTERLINE/SURVEY
CONSTR. BASELINE (TYP)
R = 33'
R = 6'
LIMIT OF BASE
BID/OPTION 3 WORK
LIMIT OF PAVEMENT
DEMOLITION (TYP)
VEGETATION
LINE (TYP)
EXIST. EDGE OF
PAVEMENT (TYP)
A
A
A
A
A
STA. 7+99.51
OFF: 13.68' RT
STA. 8+14.84
OFF: 11.70' RT
STA. 9+83.23
OFF: 14.87' LT
STA. 10+02.09
OFF: 36.45' LT
STA. 10+34.39
OFF: 27.17' LT
OPTION 3
DEMOLITION
WORK
(SEE DETAIL
4/C-302)
END ASPHALT
SHOULDER
EXTENSION
BEGIN ASPHALT
SHOULDER
EXTENSION
STA. 10+27.60
OFF: 32.19' LT
E
1+40E
D
2 3
C
4 5
A
B
1 2 3 4 5
US Army Corps of Engineers
DISTRICT
D A
T E
S O
L I C
I T
A T
I O
N
N
U M
B E
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SHEET NUMBER
B Y
D E
S C
R I P
T I O
N A
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N
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I S
S U
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U B
M I T
T A
L
D
A T
E
U S
A
R M
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C
O R
E
N G
I N
E E
R S
D I S
T R
I C
T
D W
N
B
Y
R E
V I E
W E
D
B
Y
D E
S
B
Y
P L O
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S
C A
L E
C K
D
B
Y
D A
N G
M G
V S
T V
S T
P H
I L A
D E
L P
H I A
-I F
B
W
B
U
B
C
M
O L
I T
I O
N
P
L A
N d w g
D E
M O
L I T
I O
N
P
L A
N
S
T A
T
O
S
T A
P H
A S
T A
T
O
S
T A
A C
C E
A
D
R
E P
A V
I N
G
A
P
A I R
S
L E
E S
P O
R T
P
A
B L
R
K
E
C-102
PHILADELPHIA
NORTH
PLAN
NORTH
PLAN
NOTES:
1. FOR GENERAL NOTES AND LEGEND, SEE SHEET C-001.
2. FOR TYPICAL SECTIONS, SEE SHEET C-301.
3. EXISTING TRAFFIC COUNTER TO BE REMOVED AND REPLACED IN CURRENT
LOCATION, AS SHOWN ON DRAWINGS. SEE SPECIFICATION SECTION 321216.
4. FOR CWL SEE SHEETS C-301, C-302 AND C-501.
5. TRANSITION BETWEEN NEW PAVEMENT AND OLD PAVEMENT IS REQUIRED IF
OPTION WORK IS NOT PERFORMED. SEE DETAIL 1/C-501.
DEMOLITION PLAN - STA. 0+00 TO STA. 5+68.78
DEMOLITION PLAN - STA. 0+00 TO STA. 5+68.78
M A
T C
H L I N
E M
A T
C H
L I N
E
R E
C
R E
C
DEMOLITION PLAN - STA. 5+68.78 TO STA. 10+41.71
DEMOLITION PLAN - STA. 5+68.78 TO STA. 10+41.71
M A
T C
H L I N
E M
A T
C H
L I N
E
R E
C
R E
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MATCHLINE MATCHLINE
RE: 1/C-103 RE: 1/C-103
C
C
C
C
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VEGETATION
LINE (TYP)
EXIST. ROCK
LINE (TYP)
EXIST. TIMBER
GUIDE RAIL (TYP)
EXIST. LIGHT
POST (TYP)
EXIST. EDGE OF GRAVEL
SHOULDER (TYP)
EXIST. SIGN
POST (TYP)
CENTERLINE/SURVEY
CONSTR. BASELINE (TYP)
R = 33'
R = 22'
R = 24'
EXIST. CONCRETE CURB (TYP)
(TO REMAIN IN PLACE)
LIMIT OF BASE
BID WORK
(SEE 1/C-501)
LIMIT OF BASE
BID/OPTION 3 WORK
LIMIT OF PAVEMENT
DEMOLITION (TYP)
EXISTING EDGE OF
PAVEMENT (TYP)
EXIST. ELECTRIC
BOX (TYP)
A
A
A
A
A
STA. 10+90.05
OFF: 40.56' LT
STA. 11+13.44
OFF: 42.38' LT
STA. 11+74.60
OFF: 42.31' LT
STA. 11+85.63
OFF: 29.35' LT
STA. 13+20.24
OFF: 14.70' RT
STA. 13+48.27
OFF: 11.88' RT
STA. 12+69.62
OFF: 22.33' LT
STA. 12+91.10
OFF: 52.55' LT
STA. 13+10.85
OFF: 51.76' LT
STA. 13+14.45
OFF: 36.40' LT
STA. 13+35.18
OFF: 16.58' LT
STA. 13+50.91
OFF: 12.63' LT
STA. 10+69.71
OFF: 28.92' LT
STA. 11+76.23
OFF: 32.10' RT
END ASPHALT
SHOULDER
EXTENSION
OPTION 3
DEMOLITION WORK
(SEE DETAIL 4/C-302)
END ASPHALT
SHOULDER
EXTENSION
BEGIN ASPHALT
SHOULDER
EXTENSION
END ASPHALT
SHOULDER
EXTENSION
BEGIN ASPHALT
SHOULDER
EXTENSION
END ASPHALT
SHOULDER
EXTENSION
BM2
EXIST.
FLAG POLE
EXIST. ELECTRIC
BOX (TYP)
BEGIN ASPHALT
SHOULDER
EXTENSION
STA. 11+72.41
OFF: 29.49' RT
STA. 12+87.53
OFF: 38.22' LT
0+00E
EXIST. EDGE OF
GRAVEL
SHOULDER (TYP)
VEGETATION
LINE (TYP)EXIST. SIGN
POST (TYP)
CENTERLINE OF
EXIST. SWALE (TYP)
CENTERLINE OF
EXIST. SWALE (TYP)
CENTERLINE/SURVEY
CONSTR. BASELINE (TYP)
LIMIT OF PAVEMENT
DEMOLITION (TYP)
EXIST. EDGE OF
PAVEMENT (TYP)
A
A
A
A
A
STA. 19+50A
BEGIN DEMOLITION
DRAINAGE LAYER
(SEE DETAIL
5/C-301)
SEDIMENT
BARRIER (TYP)
D
2 3
C
4 5
A
B
1 2 3 4 5
US Army Corps of Engineers
DISTRICT
D A
T E
S O
L I C
I T
A T
I O
N
N
U M
B E
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F I
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M A
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C O
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SHEET NUMBER
B Y
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T I O
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S U
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U B
M I T
T A
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D
A T
E
U S
A
R M
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C
O R
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N G
I N
E E
R S
D I S
T R
I C
T
D W
N
B
Y
R E
V I E
W E
D
B
Y
D E
S
B
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P L O
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C A
L E
C K
D
B
Y
D A
N G
M G
V S
T V
S T
P H
I L A
D E
L P
H I A
-I F
B
W
B
U
B
C
E M
O L
I T
I O
N
P
L A
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D E
M O
L I T
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N
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L A
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S
T A
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O
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T A
P H
A S
T A
T
O
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T A
A C
C E
A
D
R
E P
A V
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G
A
P
A I R
S
L E
E S
P O
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P
A
B L
R
K
E
C-103
PHILADELPHIA
NORTH
PLAN NORTH
PLAN
MATCHLINE MATCHLINE
RE: 2/C-102 RE: 2/C-102
MATCHLINE MATCHLINE
RE: 2/C-103 RE: 2/C-103
MATCHLINE MATCHLINE
RE: 1/C-103 RE: 1/C-103
MATCHLINE MATCHLINE
RE: 2/C-104 RE: 2/C-104
DEMOLITION PLAN - STA. 10+41.71 TO STA. 15+08.90
DEMOLITION PLAN - STA. 10+41.71 TO STA. 15+08.90
DEMOLITION PLAN - STA. 15+08.90 TO STA. 20+12.92
DEMOLITION PLAN - STA. 15+08.90 TO STA. 20+12.92
NOTES:
1. FOR GENERAL NOTES AND LEGEND, SEE SHEET C-001.
2. FOR TYPICAL SECTIONS, SEE SHEET C-301.
3. FOR CWL SEE SHEETS C-301, C-302 AND C-501.
4. TRANSITION BETWEEN NEW PAVEMENT AND OLD PAVEMENT
IS REQUIRED IF OPTION WORK IS NOT PERFORMED. SEE
DETAIL 1/C-501.
C
C
C
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PIPE TOP: 450.99'
PIPE INV: 449.56'
VEGETATION
LINE (TYP)
CENTERLINE OF
EXIST. SWALE (TYP)
EXIST. EDGE OF GRAVEL
SHOULDER (TYP)
LIMIT OF PAVEMENT
DEMOLITION (TYP)
EXIST. EDGE OF
PAVEMENT (TYP)
A
A
A
PIPE TOP:451.53'
PIPE INV:450.09'
EXIST. STORM
DRAIN (TYP)
SEDIMENT
BARRIER (TYP)
CENTERLINE OF
EXIST SWALE (TYP)
INLET PROTECTION (TYP)
CENTERLINE/SURVEY
CONSTR. BASELINE (TYP)
STA. 21+50A
END OF DEMOLITION
OF DRAINAGE LAYER
(SEE DETAIL 5/C-301)
CENTERLINE OF
EXIST. SWALE (TYP)
VEGETATION
LINE (TYP)
EXIST. EDGE OF
GRAVEL
SHOULDER (TYP)
EXIST. EDGE OF GRAVEL
SHOULDER (TYP)
EXIST. TIMBER
GUIDE RAIL (TYP)
PIPE TOP: 407.76'
PIPE INV: 406.22'
PIPE TOP: 379.03'
PIPE INV: 377.51'
PIPE TOP: 386.10'
PIPE INV: 384.72'
PIPE TOP: 381.83'
PIPE INV: 380.28'
STA. 27+79A
BEGIN DEMOLITION
DRAINAGE LAYER
(SEE DETAIL
5/C-301)
STA. 30+39A
END OF DEMOLITION
OF DRAINAGE LAYER
(SEE DETAIL 5/C-301)
LIMIT OF PAVEMENT
DEMOLITION (TYP)
EXIST. EDGE OF
PAVEMENT (TYP)
A
A
A
A
A
A
A
A
BEGIN ASPHALT
SHOULDER
EXTENSION
STA. 30+99.76
OFF: 12.11' LT
BM3
EXIST. SIGN
POST (TYP)
STA. 29+39.29
OFF: 82.06' RT
STA. 30+38.30
OFF: 11.40' RT
STA. 30+49.66
OFF: 12.29' RT
BITUMINOUS
CONCRETE
CURB (TYP)
R = 39.5'
BEGIN ASPHALT
SHOULDER
EXTENSION
CENTERLINE/SURVEY
CONSTR. BASELINE (TYP)
PIPE TOP: 408.70'
PIPE INV: 408.07'
SEDIMENT
BARRIER (TYP)
EXIST. STORM
DRAIN (TYP)
INLET
PROTECTION
(TYP)
STA. 30+90.23
OFF: 10.91' LT
PIPE TOP: 379.44'
PIPE INV: 378.14'
EXIST. STORM
DRAIN (TYP)
END OF DEMOLITION
OF DRAINAGE LAYER
(SEE DETAIL 5/C-301)
27'
5'
15'
LIMIT OF BASE
BID/OPTION 3 WORK
CENTER OF
ROUNDABOUT
N: 389504.62
E: 2444203.30
STA. 29+53.84
OFF: 70.90' RT
D
2 3
C
4 5
A
B
1 2 3 4 5
US Army Corps of Engineers
DISTRICT
D A
T E
S O
L I C
I T
A T
I O
N
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U M
B E
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SHEET NUMBER
B Y
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C
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N G
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R S
D I S
T R
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T
D W
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B
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R E
V I E
W E
D
B
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D E
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P L O
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C A
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C K
D
B
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D A
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M G
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T V
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P H
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D E
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B
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A
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P O
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P
A
B L
R
K
E
C-104
PHILADELPHIA
NORTH
PLAN
NORTH
PLAN
DEMOLITION PLAN - STA. 20+12.92 TO STA. 23+54.61
DEMOLITION PLAN - STA. 20+12.92 TO STA. 23+54.61
DEMOLITION PLAN - STA. 23+54.61 TO STA. 31+06.08
DEMOLITION PLAN - STA. 23+54.61 TO STA. 31+06.08
M A
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C H
L I N
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C
M A
T C
H L I N
E M
A T
C H
L I N
E
R E
C
R E
C
MATCHLINE MATCHLINE
RE: 2/C-103 RE: 2/C-103
NOTES:
1. FOR GENERAL NOTES AND LEGEND, SEE SHEET C-001.
2. FOR TYPICAL SECTIONS, SEE SHEET C-301.
3. FOR CWL SEE SHEETS C-301, C-302 AND C-501.
4. TRANSITION BETWEEN NEW PAVEMENT AND OLD PAVEMENT IS
REQUIRED IF OPTION WORK IS NOT PERFORMED. SEE DETAIL 1/C-501.
C
C
C
C
C
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EXIST. EDGE OF GRAVEL
SHOULDER (TYP)
CENTERLINE OF
EXIST. SWALE (TYP)
CENTERLINE/SURVEY
CONSTR. BASELINE (TYP)
LIMIT OF PAVEMENT
DEMOLITION (TYP)
LIMIT OF PAVEMENT
DEMOLITION (TYP)
EXIST. EDGE OF
PAVEMENT (TYP)
A
A
A
A
A
STA. 32+49.83
OFF: 12.56' RT
STA. 32+59.39
OFF: 11.74' RT
STA. 33+99.72
OFF: 12.43' LT
END ASPHALT
SHOULDER
EXTENSION
END ASPHALT
SHOULDER
EXTENSION
STA. 34+09.50
OFF: 11.42' LT
D
2 3
C
4 5
A
B
1 2 3 4 5
US Army Corps of Engineers
DISTRICT
D A
T E
S O
L I C
I T
A T
I O
N
N
U M
B E
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F I
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R K
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B E
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SHEET NUMBER
B Y
D E
S C
R I P
T I O
N A
C T
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N
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I S
S U
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U B
M I T
T A
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D
A T
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U S
A
R M
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C
O R
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N G
I N
E E
R S
D I S
T R
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T
D W
N
B
Y
R E
V I E
W E
D
B
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D E
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B
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P L O
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C A
L E
C K
D
B
Y
D A
N G
M G
V S
T V
S T
P H
I L A
D E
L P
H I A
-I F
B
W
B
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B
C
E M
O L
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I O
N
P
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D E
M O
L I T
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T A
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O
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T A
P H
A S
T A
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O
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T A
A C
C E
A
D
R
E P
A V
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A
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A I R
S
L E
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P O
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P
A
B L
R
K
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C-105
PHILADELPHIA
NORTH
PLAN
MATCHLINE MATCHLINE
RE: 1/C-106 RE: 1/C-106
M A
T C
H L I N
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A T
C H
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R E
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DEMOLITION PLAN - STA. 31+06.08 TO STA. 36+83.68
DEMOLITION PLAN - STA. 31+06.08 TO STA. 36+83.68
NOTES:
1. FOR GENERAL NOTES AND LEGEND, SEE SHEET C-001.
2. FOR TYPICAL SECTIONS, SEE SHEET C-301.
3. FOR CWL SEE SHEETS C-301, C-302 AND C-501.
C
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EXIST. EDGE OF GRAVEL
SHOULDER (TYP)
EXIST. SIGN
POST (TYP)
CENTERLINE OF
EXIST. SWALE (TYP)
EXIST. SIGN
POST (TYP)
CENTERLINE
OF EXIST.
PATH
CENTERLINE OF
EXIST. SWALE (TYP)
CENTERLINE OF
EXIST. SWALE (TYP)
EXIST. EDGE OF GRAVEL
SHOULDER (TYP)
EXIST. EDGE OF GRAVEL
SHOULDER (TYP)
EXIST. EDGE OF GRAVEL
SHOULDER (TYP)
EXIST. EDGE OF GRAVEL
SHOULDER (TYP)
PIPE TOP: 368.53'
PIPE INV: 367.04'
PIPE TOP: 369.28'
PIPE INV: 367.89'
CENTERLINE/SURVEY
CONSTR. BASELINE (TYP)
R =
44'
R = 18'
R = 17'
R = 20'
LIMIT OF BASE
BID/OPTION 1 WORK
LIMIT OF
PAVEMENT
DEMOLITION (TYP)
EXIST. EDGE OF
PAVEMENT (TYP)
A
A
A
A
11+29B
0+00B
B
B
B
B
B
B
B
B
B
B
B
0+00C
STA. 39+29.33
OFF: 10.94' LT
STA. 39+49.09
OFF: 14.25' LT
STA. 39+39.88
OFF: 11.95' RT
STA. 39+67.02
OFF: 13.71' RT
STA. 40+11.26
OFF: 64.04' LT
STA. 39+62.09
OFF: 60.50' LT
STA. 39+80.45
OFF: 42.92' LT
STA. 39+80.65
OFF: 33.38' LT
STA. 39+60.83
OFF: 15.31' LT
STA. 39+49.87
OFF: 13.06' RT
STA. 40+04.92
OFF: 33.03' LT
CENTERLINE/SURVEY
CONSTR. BASELINE (TYP)
END ASPHALT
SHOULDER EXTENSION
BEGIN ASPHALT
SHOULDER
EXTENSION
BEGIN ASPHALT
SHOULDER
EXTENSION
BEGIN ASPHALT
SHOULDER EXTENSION
BM4
EXIST. STORM
DRAIN (TYP)
PIPE TOP: 377.42'
PIPE INV: 376.44'
INLET PROTECTION (TYP)
PIPE TOP: 377.03'
PIPE INV: 375.56'
INLET PROTECTION (TYP)
PIPE TOP: 372.64'
PIPE INV: 371.47'
STA. 39+67.70A
OFF: 18.11'
REMOVE END
SECTION OF 18" CMP
PIPE TOP: 375.76'
PIPE INV: 374.22'
PIPE TOP: 373.11'
PIPE INV: 371.97'
LIMIT OF PAVEMENT
DEMOLITION (TYP)
PARKING LOT D
(OPTION 1)
ALIGNMENT B
STA. 0+00 TO STA. 11+29
LIMIT OF PAVEMENT
DEMOLITION (TYP)
EXIST. PARKING
CONCRETE CURB
STOPS (SEE NOTE 3)
R = 6'
R = 6.5'
R = 15'
R = 7'
R = 10'
R = 7'
R = 5'
R = 9.5'
EXIST.BITUMINOUS
PATH (TYP)
STA. 40+04.80
OFF: 43.21' LT
D
2 3
C
4 5
A
B
1 2 3 4 5
US Army Corps of Engineers
DISTRICT
D A
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S O
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SHEET NUMBER
B Y
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M I T
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D E
S
B
Y
P L O
T
S
C A
L E
C K
D
B
Y
D A
N G
M G
V S
T V
S T
P H
I L A
D E
L P
H I A
-I F
B
W
B
U
B
C
E M
O L
I T
I O
N
P
L A
N d w g
D E
M O
L I T
I O
N
P
L A
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S
T A
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O
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T A
T
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N
P H
A S
T A
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O
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T A
A C
C E
A
D
R
E P
A V
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G
A
P
A I R
S
L E
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P O
R T
P
A
B L
R
K
E
C-106
PHILADELPHIA
NORTH
PLAN
MATCHLINE MATCHLINE
RE: 1/C-105 RE: 1/C-105
M A
T C
H L I N
E M
A T
C H
L I N
E
R E
C
R E
C
DEMOLITION PLAN - STA. 36+83.68 TO STA. 39+92.90 & OPTION 1
DEMOLITION PLAN - STA. 36+83.68 TO STA. 39+92.90 & OPTION 1
NOTES:
1. FOR GENERAL NOTES AND LEGEND, SEE SHEET C-001.
2. FOR TYPICAL SECTIONS, SEE SHEET C-301.
3. EXISTING CONCRETE PARKING CURB STOPS SHALL BE REMOVED, STOCKPILED
AND REINSTALLED IN LOCATIONS SHOWN ON SHEET C-504.
4. FOR CWL SEE SHEETS C-301, C-302 AND C-501.
5. TRANSITION BETWEEN NEW PAVEMENT AND OLD PAVEMENT IS REQUIRED IF
OPTION WORK IS NOT PERFORMED. SEE DETAIL 1/C-501.
C
AutoCAD SHX Text
AutoCAD SHX Text 20'
AutoCAD SHX Text 20'
AutoCAD SHX Text 10'
EXIST. SIGN
POST (TYP)
VEGETATION
LINE (TYP)
EXIST. EDGE OF GRAVEL
SHOULDER (TYP)
EXIST. EDGE OF GRAVEL
SHOULDER (TYP)
VEGETATION
LINE (TYP)
PIPE TOP: 333.98'
PIPE INV: 331.82'
PIPE TOP: 345.85'
PIPE INV: 344.78'
PIPE TOP: 375.40'
PIPE INV: 373.95'
CENTERLINE/SURVEY
CONSTR. BASELINE (TYP)
R = 26'
R = 15'
R = 27'
R = 30'
LIMIT OF BASE
BID/OPTION 2 WORK
EDGE OF
PAVEMENT (TYP)
EXIST. EDGE OF
PAVEMENT (TYP)
LIMIT OF PAVEMENT
DEMOLITION (TYP)
A
A
A
A
A
A
C
C
C
C
C
C
C
STA. 39+78.82
OFF: 21.87' RT
STA. 39+82.11
OFF: 32.21' RT
STA. 40+05.90
OFF: 29.59' RT
STA. 40+05.65
OFF: 24.66' RT
STA. 40+34.17
OFF: 11.73' RT
STA. 40+44.04
OFF: 10.97' RT
STA. 40+54.68
OFF: 10.93' LT
STA. 40+34.82
OFF: 15.55' LT
STA. 40+20.55
OFF: 15.46' LT
STA. 44+68.13
OFF: 11.00' LT
STA. 45+10.84
OFF: 34.05' RT
STA. 45+10.58
OFF: 37.67' RT
STA. 44+96.56
OFF: 12.00' RT
ALIGNMENT 1
STA. 0+00 TO STA. 65+53
END ASPHALT
SHOULDER EXTENSION
END ASPHALT
SHOULDER
EXTENSION
BEGIN ASPHALT
SHOULDER
EXTENSION
END ASPHALT
SHOULDER EXTENSION
BEGIN ASPHALT
SHOULDER
EXTENSION
PIPE TOP: 334.32'
PIPE INV: 332.84'
PIPE TOP: 333.80'
PIPE INV: 332.55'
STORM
DRAIN (TYP)
PIPE TOP: 339.88'
PIPE INV: 338.68'
PIPE TOP: 336.34'
PIPE INV: 335.03'
EXIST. STORM
DRAIN (TYP)
STA. 65+22.38
OFF: 17.55' RT
INLET PROTECTION (TYP)
EXIST.
PATH
STA. 40+18.77
OFF: 11.93' RT
STA. 2+93.08
OFF: 38.84' LT
STA. 2+92.31
OFF: 19.06' LT
STA. 2+98.29
OFF: 11.78' LT
R = 8'
R = 34'
STA. 2+91.77
OFF: 20.91' RT
STA. 2+73.12
OFF: 11.44' RT
STA. 4+65.79
OFF: 38.24' LT
STA. 4+64.04
OFF: 17.25' LT
STA. 4+54.03
OFF: 11.65' LT
R = 12.5'
STA. 5+94.85
OFF: 37.24' LT
STA. 5+91.99
OFF: 11.07' LT
R = 9'
STA. 2+66.91
OFF: 11.77' RT
STA. 2+58.46
OFF: 17.44' RT
EXIST.PARKING
CONCRETE CURB
STOPS (SEE NOTE 3)
LIMIT OF PAVEMENT
DEMOLITION (TYP)
LIMIT OF BASE
BID/OPTION 2 WORK
PARKING LOT E
(OPTION 2)
CENTERLINE/SURVEY
CONSTR. BASELINE (TYP)
EXIST.PARKING
CONCRETE CURB
STOPS (SEE NOTE 3)
ALIGNMENT C
STA. 0+00 TO STA. 7+33
R = 5.5'
R = 7'
R = 4.5'
R = 9'
R = 9'
D
2 3
C
4 5
A
B
1 2 3 4 5
US Army Corps of Engineers
DISTRICT
D A
T E
S O
L I C
I T
A T
I O
N
N
U M
B E
R
F I
M
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M A
R K
D W
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C O
N T
R A
M
B E
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SHEET NUMBER
B Y
D E
S C
R I P
T I O
N A
C T
I O
N
X
I S
S U
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U B
M I T
T A
L
D
A T
E
U S
A
R M
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C
O R
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N G
I N
E E
R S
D I S
T R
I C
T
D W
N
B
Y
R E
V I E
W E
D
B
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D E
S
B
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P L O
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C A
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C K
D
B
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D A
N G
M G
V S
T V
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P H
I L A
D E
L P
H I A
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L I T
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T A
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T A
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P H
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T A
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C E
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D
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A V
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A
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A I R
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L E
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P O
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P
A
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R
K
E
C-107
PHILADELPHIA
NORTH
PLAN
MATCHLINE MATCHLINE
RE: 1/C-106 RE: 1/C-106
M A
T C
H L I N
E M
A T
C H
L I N
E
R E
C
R E
C
DEMOLITION PLAN - STA. 39+92.90 TO STA. 45+18.85 & OPTION 2
DEMOLITION PLAN - STA. 39+92.90 TO STA. 45+18.85 & OPTION 2
NOTES:
1. FOR GENERAL NOTES AND LEGEND, SEE SHEET C-001.
2. FOR TYPICAL SECTIONS, SEE SHEET C-301.
3. EXISTING CONCRETE PARKING CURB STOPS SHALL BE REMOVED,
STOCKPILED AND REINSTALLED IN LOCATIONS SHOWN ON SHEET C-505.
4. FOR CWL SEE SHEETS C-301, C-302 AND C-501.
5. TRANSITION BETWEEN NEW PAVEMENT AND OLD PAVEMENT IS REQUIRED IF
OPTION WORK IS NOT PERFORMED. SEE DETAIL 1/C-501.
C
AutoCAD SHX Text
AutoCAD SHX Text 20'
AutoCAD SHX Text 20'
AutoCAD SHX Text 10'
4+04D
0+00D
D
D
D
D
CENTERLINE
OF EXIST.
SWALE (TYP)
EXIST. EDGE OF GRAVEL
SHOULDER (TYP)
EXIST. EDGE OF GRAVEL
SHOULDER (TYP)
EXIST.
GRAVEL
PATH
EXIST.
GRAVEL
PATH
PIPE TOP: 315.78'
PIPE INV: 314.27'
EXIST. EDGE
OF GRAVEL
SHOULDER
(TYP)
EXIST. ELECTRIC
BOX (TYP)
EXIST. CONCRETE PAD
12'
12'
R = 28'
R = 50'
R = 20'
R = 25'
R = 10'
EXIST. SIGN
POST (TYP)
65+53A
A
A
A
A
A
A
A
A
A
A
A
7+33C
STA. 65+02.74
OFF: 13.97' RT
STA. 45+49.88
OFF: 9.63' RT
STA. 45+28.02
OFF: 32.13' RT
STA. 45+26.87
OFF: 40.91' RT
STA. 50+95.45
OFF: 32.10' RT
STA. 50+86.00
OFF: 31.72' RT
STA. 0+00D BEGIN CONCESSION
BUILDING SERVICE ROAD
(SEE DETAIL 7/301)
END ASPHALT
SHOULDER
EXTENSION
EXIST. STORM
DRAIN (TYP)
PIPE TOP: 320.71'
PIPE INV: 319.16'
LIMIT OF PAVEMENT
DEMOLITION (SEE
DETAIL 7/C-301)
SEDIMENT
BARRIER (TYP)
INLET
PROTECTION
(TYP)
PIPE TOP: 324.39'
PIPE INV: 323.38'
PIPE TOP: 324.48'
PIPE INV: 323.44'
PIPE TOP: 323.98'
PIPE INV: 322.96'
PIPE TOP: 323.88'
PIPE INV: 322.85'
EXIST. GRAVEL
DRIVEWAY TO BE PAVED
EXIST. CONCESSION
BUILDINGS
CONCESSION BUILDING
SERVICE ROAD (BASE BID)
EXIST.
BOLLARD
(TYP)
EXIST.
BITUMINOUS
PATH (TYP)
EXIST. BITUMINOUS
PATH (TYP)
LIMIT OF PAVEMENT
DEMOLITION (TYP)
EXIST.PARKING
CONCRETE CURBS
(SEE NOTE 3)
PARKING LOT F
(BASE BID)
CENTERLINE/SURVEY
CONSTR. BASELINE (TYP)
EXIST.PARKING
CONCRETE CURB
STOPS (SEE NOTE 3)
ALIGNMENT A
STA. 0+00 TO STA. 65+53
LIMIT OF PAVEMENT
DEMOLITION (TYP)
CENTERLINE/SURVEY
CONSTR. BASELINE (TYP)
R = 5.5'
R = 3.5'
R = 8'
R = 8'
D
2 3
C
4 5
A
B
1 2 3 4 5
US Army Corps of Engineers
DISTRICT
D A
T E
S O
L I C
I T
A T
I O
N
N
U M
B E
R
F I
M
E
M A
R K
D W
G
S
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C O
N T
R A
M
B E
R
SHEET NUMBER
B Y
D E
S C
R I P
T I O
N A
C T
I O
N
X
I S
S U
E S
U B
M I T
T A
L
D
A T
E
U S
A
R M
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C
O R
E
N G
I N
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R S
D I S
T R
I C
T
D W
N
B
Y
R E
V I E
W E
D
B
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D E
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P L O
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C K
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B
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D A
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V S
T V
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D E
L P
H I A
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T A
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A V
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A
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A I R
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L E
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P O
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A
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K
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C-108
PHILADELPHIA
NORTH
PLAN
M A
T C
H L I N
E M
A T
C H
L I N
E
R E
C
R E
C
MATCHLINE MATCHLINE
RE: 1/C-109 RE: 1/C-109
DEMOLITION PLAN - STA. 45+18.85 TO STA. 65+53
DEMOLITION PLAN - STA. 45+18.85 TO STA. 65+53
NOTES:
1. FOR GENERAL NOTES AND LEGEND, SEE SHEET C-001.
2. FOR TYPICAL SECTIONS, SEE SHEET C-301.
3. EXISTING CONCRETE PARKING CURB STOPS SHALL BE REMOVED,
STOCKPILED AND REINSTALLED IN LOCATIONS SHOWN ON SHEET C-506.
4. FOR CWL SEE SHEETS C-301, C-302 AND C-501.
5. TRANSITION BETWEEN NEW PAVEMENT AND OLD PAVEMENT IS
REQUIRED IF OPTION WORK IS NOT PERFORMED. SEE DETAIL 1/C-501.
C
C
AutoCAD SHX Text
AutoCAD SHX Text 20'
AutoCAD SHX Text 20'
AutoCAD SHX Text 10'
EXIST. EDGE OF GRAVEL
SHOULDER (TYP)
EXIST. TIMBER
GUIDE RAIL (TYP)
EXIST. SIGN
POST (TYP)
EXIST.
MANHOLE (TYP)
CENTERLINE
OF EXIST.
SWALE (TYP)
EXIST. EDGE OF GRAVEL
SHOULDER (TYP)
25'
CENTERLINE/SURVEY
CONSTR. BASELINE (TYP)
EXIST.
GRAVEL
PATH
A
A
A
A
A
A
A
A
A
STA. 56+48.56
OFF: 20.11' RT
STA. 56+66.96
OFF: 18.65' RT
STA. 56+91.17
OFF: 9.31' RT
STA. 56+20.80
OFF: 10.50' RT
ASPHALT DRIVEWAY
EXTENSION
(SEE DETAIL 2/501)
BM5
LIMIT OF PAVEMENT
DEMOLITION (TYP)
ALIGNMENT A
STA. 0+00 TO STA. 65+53
EXIST. EDGE OF GRAVEL
SHOULDER (TYP)
EXIST.PARKING
CONCRETE CURB
STOPS (SEE NOTE 3)
PARKING LOT F
(BASE BID)
LIMIT OF PAVEMENT
DEMOLITION (TYP)
EXIST.PARKING
CONCRETE CURB
STOPS (SEE NOTE 3)
R = 7'
R = 11'
R = 6'
R = 11'
STA. 54+67.96
OFF: 13.87' RT
STA. 54+61.85
OFF: 19.04' RT
D
2 3
C
4 5
A
B
1 2 3 4 5
US Army Corps of Engineers
DISTRICT
D A
T E
S O
L I C
I T
A T
I O
N
N
U M
B E
R
F I
M
E
M A
R K
D W
G
S
I Z
E
C O
N T
R A
M
B E
R
SHEET NUMBER
B Y
D E
S C
R I P
T I O
N A
C T
I O
N
X
I S
S U
E S
U B
M I T
T A
L
D
A T
E
U S
A
R M
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C
O R
E
N G
I N
E E
R S
D I S
T R
I C
T
D W
N
B
Y
R E
V I E
W E
D
B
Y
D E
S
B
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P L O
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C A
L E
C K
D
B
Y
D A
N G
M G
V S
T V
S T
P H
I L A
D E
L P
H I A
-I F
B
W
B
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B
C
E M
O L
I T
I O
N
P
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N d w g
D E
M O
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N
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T A
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T A
P H
A S
T A
T
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T A
A C
C E
A
D
R
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A V
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A
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P O
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P
A
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R
K
E
C-109
PHILADELPHIA
NORTH
PLAN
MATCHLINE MATCHLINE
RE: 1/C-108 RE: 1/C-108
DEMOLITION PLAN - STA. 51+61.54 TO STA. 60+40.81
DEMOLITION PLAN - STA. 51+61.54 TO STA. 60+40.81
NOTES:
1. FOR GENERAL NOTES AND LEGEND, SEE SHEET C-001.
2. FOR TYPICAL SECTIONS, SEE SHEET C-301.
3. EXISTING CONCRETE PARKING CURB STOPS SHALL BE REMOVED,
STOCKPILED AND REINSTALLED IN LOCATIONS SHOWN ON SHEET C-507.
4. FOR CWL SEE SHEETS C-301, C-302 AND C-501.
AutoCAD SHX Text
AutoCAD SHX Text 20'
AutoCAD SHX Text 20'
AutoCAD SHX Text 10'
EXIST.
GATE (TYP)
EXIST. SIGN
POST (TYP)
EXIST. EDGE
OF GRAVEL
SHOULDER
(TYP)
CENTERLINE/SURVEY
CONSTR. BASELINE (TYP)
P
A
L I S
A
D
I V
E
STA. 0+51A
BEGIN PAVEMENT
REPAVING/REPAIRS
(SEE DETAIL 3/C-301)
C-502
EXIST. EDGE OF
PAVEMENT (TYP)
STA. 5+50A
END OF DRAINAGE
LAYER (SEE DETAIL
5/C-301)
A
A
A
A
A
A
STA. 0+67.38
OFF: 12.06' RT
STA. 0+50.98
OFF: 14.87' LT
STA. 0+62.55
OFF: 14.71' LT
STA. 0+67.39
OFF: 11.91' LT
STA. 0+51.00
OFF: 15.25' RT
STA. 5+34.20
OFF: 12.10' RT
STA. 5+50.05
OFF: 14.05' RT
STA. 0+62.19
OFF: 14.88' RT
SUBDRAIN PIPE TO
TIE INTO EXIST.
STORM DRAIN
(SEE DETAIL 6/C-501)
90°
170°
ALIGNMENT 1
STA. 0+00 TO STA. 1+22
(FOR REFERENCE ONLY)
ALIGNMENT A
STA. 0+00 TO STA. 65+53
EXIST. TIMBER
GUIDE RAIL (TYP)
BEGIN ASPHALT
SHOULDER
EXTENSION
SUBDRAIN PIPE
CLEANOUT (SEE
DETAIL 8/C-501)
INDUCTIVE LOOP
VEHICLE COUNTER
SYSTEM (SEE NOTE 3)
STA. 1+44.85
OFF: 15.01' LT
EXIST. STORM
DRAIN (TYP)
PIPE TOP: 422.29'
PIPE INV: 420.92'
4" PERFORATED PVC
PIPE SUBDRAIN
PIPE TOP: 423.19'
PIPE INV: 421.69'
CENTERLINE OF
SWALE (TYP)
EXIST. STORM
DRAIN (TYP)
EDGE OF
PAVEMENT (TYP)
STA. 3+32A
BEGIN DRAINAGE
LAYER (SEE DETAIL
5/C-301)
SUBDRAIN PIPE
INV. = 419.2'
SUBDRAIN PIPE
INV. = 415.2'
SUBDRAIN PIPE
INV. = 414.7'
AT CONNECTION
VEGETATION
LINE (TYP)
EXIST.EDGE OF
GRAVEL
SHOULDER (TYP)
EXIST. TIMBER
GUIDE RAIL (TYP)
EXIST. EDGE OF
GRAVEL
SHOULDER (TYP)
EXIST. SIGN
POST (TYP)
PIPE TOP: 436.40'
PIPE INV: 434.89'
PIPE TOP: 426.14'
PIPE INV: 424.62'
PIPE TOP: 437.91'
PIPE INV: 436.33'
EXIST.
MONITORING
WELL (TYP)
CENTERLINE/SURVEY
CONSTR. BASELINE (TYP)
R = 33'
R = 6'
EDGE OF
PAVEMENT (TYP)
LIMIT OF BASE
BID/OPTION 3 WORK
C-502
VEGETATION
LINE (TYP)
A
A
A
A
A
STA. 7+99.51
OFF: 13.68' RT
STA. 8+14.84
OFF: 11.70' RT
STA. 9+83.23
OFF: 14.87' LT
STA. 10+02.09
OFF: 36.45' LT
STA. 10+34.39
OFF: 27.17' LT
OPTION 3
ROUNDABOUT
PAVEMENT
(SEE DETAIL
5/C-302)
END ASPHALT
SHOULDER
EXTENSION
BEGIN ASPHALT
SHOULDER
EXTENSION
STA. 10+27.60
OFF: 32.19' LT
E
1+40E
D
2 3
C
4 5
A
B
1 2 3 4 5
US Army Corps of Engineers
DISTRICT
D A
T E
S O
L I C
I T
A T
I O
N
N
U M
B E
R
F I
M
E
M A
R K
D W
G
S
I Z
E
C O
N T
R A
M
B E
R
SHEET NUMBER
B Y
D E
S C
R I P
T I O
N A
C T
I O
N
X
I S
S U
E S
U B
M I T
T A
L
D
A T
E
U S
A
R M
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C
O R
E
N G
I N
E E
R S
D I S
T R
I C
T
D W
N
B
Y
R E
V I E
W E
D
B
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D E
S
B
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P L O
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C A
L E
C K
D
B
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D A
N G
M G
V S
T V
S T
P H
I L A
D E
L P
H I A
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B
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B
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P L
T A
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T A d w g
P L
T A
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T A
P H
A S
T A
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T A
A C
C E
A
D
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E P
A V
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A
P
A I R
S
L E
E S
P O
R T
P
A
B L
R
K
E
C-110
PHILADELPHIA
NORTH
PLAN
NORTH
PLAN
NOTES:
1. FOR GENERAL NOTES AND LEGEND, SEE SHEET C-001.
2. FOR TYPICAL SECTIONS, SEE SHEET C-301.
3. FOR INDUCTIVE LOOP VEHICLE COUNTER SYSTEM, SEE SPECIFICATION SECTION
321216.
4. FOR CWL SEE SHEETS C-301, C-302 AND C-501.
PLAN - STA. 0+00 TO STA. 5+68.78
PLAN - STA. 0+00 TO STA. 5+68.78
PLAN - STA. 5+68.78 TO STA. 10+41.71
PLAN - STA. 5+68.78 TO STA. 10+41.71
M A
T C
H L I N
E M
A T
C H
L I N
E
R E
C
R E
C
MATCHLINE MATCHLINE
RE: 1/C-111 RE: 1/C-111
M A
T C
H L I N
E M
A T
C H
L I N
E
R E
C
R E
C
C
C
C
C
C
AutoCAD SHX Text
AutoCAD SHX Text 20'
AutoCAD SHX Text 20'
AutoCAD SHX Text 10'
AutoCAD SHX Text
SCALE IN FEET
AutoCAD SHX Text
AutoCAD SHX Text 20'
AutoCAD SHX Text 20'
AutoCAD SHX Text 10'
EXIST. ROCK
LINE (TYP)
EXIST. TIMBER
GUIDE RAIL (TYP)
EXIST. LIGHT
POST (TYP)
EXIST. EDGE OF GRAVEL
SHOULDER (TYP)
EXIST. SIGN
POST (TYP)
CENTERLINE/SURVEY
CONSTR. BASELINE (TYP)
R = 33'
R = 22'
R = 24'
EXIST. CONCRETE CURB (TYP)
(TO REMAIN IN PLACE)
EDGE OF
PAVEMENT (TYP)
LIMIT OF BASE
BID WORK
(SEE 1/C-501)
LIMIT OF BASE
BID/OPTION 3 WORK
EXIST. ELECTRIC
BOX (TYP)
A
A
A
A
A
STA. 10+90.05
OFF: 40.56' LT
STA. 11+13.44
OFF: 42.38' LT
STA. 11+74.60
OFF: 42.31' LT
STA. 11+85.63
OFF: 29.35' LT
STA. 13+20.24
OFF: 14.70' RT
STA. 13+48.27
OFF: 11.88' RT
STA. 12+69.62
OFF: 22.33' LT
STA. 12+91.10
OFF: 52.55' LT
STA. 13+10.85
OFF: 51.76' LT
STA. 13+14.45
OFF: 36.40' LT
STA. 13+35.18
OFF: 16.58' LT
STA. 13+50.91
OFF: 12.63' LT
STA. 10+69.71
OFF: 28.92' LT
STA. 11+76.23
OFF: 32.10' RT
END ASPHALT
SHOULDER
EXTENSION
OPTION 3
ROUNDABOUT
PAVEMENT
(SEE DETAIL 5/C-302)
END ASPHALT
SHOULDER
EXTENSION
BEGIN ASPHALT
SHOULDER
EXTENSION
END ASPHALT
SHOULDER
EXTENSION
BEGIN ASPHALT
SHOULDER
EXTENSION
END ASPHALT
SHOULDER
EXTENSION
C-502
EXIST.
FLAG POLE
EXIST. ELECTRIC
BOX (TYP)
BEGIN ASPHALT
SHOULDER
EXTENSION
STA. 11+72.41
OFF: 29.49' RT
STA. 12+87.53
OFF: 38.22' LT
0+00E
EXIST. EDGE OF
GRAVEL
SHOULDER (TYP)
VEGETATION
LINE (TYP)EXIST. SIGN
POST (TYP)
CENTERLINE OF
EXIST. SWALE (TYP)
CENTERLINE OF
EXIST. SWALE (TYP)
CENTERLINE/SURVEY
CONSTR. BASELINE (TYP)
EDGE OF
PAVEMENT (TYP)
A
A
A
A
A
STA. 19+50A
BEGIN DRAINAGE
LAYER (SEE DETAIL
5/C-301)
4" PERFORATED PVC
PIPE SUBDRAIN
SUBDRAIN PIPE
CLEANOUT (SEE
DETAIL 8/C-501)
SUBDRAIN PIPE
INV. = 455.1'
D
2 3
C
4 5
A
B
1 2 3 4 5
US Army Corps of Engineers
DISTRICT
D A
T E
S O
L I C
I T
A T
I O
N
N
U M
B E
R
F I
M
E
M A
R K
D W
G
S
I Z
E
C O
N T
R A
M
B E
R
SHEET NUMBER
B Y
D E
S C
R I P
T I O
N A
C T
I O
N
X
I S
S U
E S
U B
M I T
T A
L
D
A T
E
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
D I S
T R
I C
T
D W
N
B
Y
R E
V I E
W E
D
B
Y
D E
S
B
Y
P L O
T
S
C A
L E
C K
D
B
Y
D A
N G
M G
V S
T V
S T
P H
I L A
D E
L P
H I A
-I F
B
W
B
U
B
P L
T A
T
O
S
T A d w g
P L
T A
T
O
S
T A
P H
A S
T A
T
O
S
T A
A C
C E
A
D
R
E P
A V
I N
G
A
P
A I R
S
L E
E S
P O
R T
P
A
B L
R
K
E
C-111
PHILADELPHIA
PLAN - STA. 10+41.71 TO STA. 15+08.90
PLAN - STA. 10+41.71 TO STA. 15+08.90
PLAN - STA. 15+08.90 TO STA. 20+12.92
PLAN - STA. 15+08.90 TO STA. 20+12.92
NORTH
PLAN
NORTH
PLAN
MATCHLINE MATCHLINE
RE: 2/C-111 RE: 2/C-111
MATCHLINE MATCHLINE
RE: 2/C-110 RE: 2/C-110
MATCHLINE MATCHLINE
RE: 1/C-111 RE: 1/C-111
MATCHLINE MATCHLINE
RE: 2/C-112 RE: 2/C-112
NOTES:
1. FOR GENERAL NOTES AND LEGEND, SEE SHEET C-001.
2. FOR TYPICAL SECTIONS, SEE SHEET C-301.
3. FOR CWL SEE SHEETS C-301, C-302 AND C-501.
C
C
C
C
AutoCAD SHX Text
AutoCAD SHX Text 20'
AutoCAD SHX Text 20'
AutoCAD SHX Text 10'
AutoCAD SHX Text
SCALE IN FEET
AutoCAD SHX Text
AutoCAD SHX Text 20'
AutoCAD SHX Text 20'
AutoCAD SHX Text 10'
CENTERLINE OF
EXIST. SWALE (TYP)
VEGETATION
LINE (TYP)
EXIST. EDGE OF
GRAVEL
SHOULDER (TYP)
EXIST. EDGE OF GRAVEL
SHOULDER (TYP)
EXIST. TIMBER
GUIDE RAIL (TYP)
PIPE TOP: 407.76'
PIPE INV: 406.22'
PIPE TOP: 379.03'
PIPE INV: 377.51'
PIPE TOP: 386.10'
PIPE INV: 384.72'
PIPE TOP: 381.83'
PIPE INV: 380.28'
STA. 27+79A
BEGIN DRAINAGE
LAYER (SEE DETAIL
5/C-301)
STA. 30+39A
END OF DRAINAGE
LAYER (SEE DETAIL
5/C-301)
EDGE OF
PAVEMENT (TYP)
C-503
A
A
A
A
A
A
A
A
BEGIN ASPHALT
SHOULDER
EXTENSION
STA. 30+99.76
OFF: 12.11' LT
SUBDRAIN PIPE
CLEANOUT (SEE
DETAIL 8/C-501)
EXIST. SIGN
POST (TYP)
STA. 29+39.29
OFF: 82.06' RT
STA. 30+38.30
OFF: 11.40' RT
STA. 30+49.66
OFF: 12.29' RT
BITUMINOUS
CONCRETE
CURB (TYP)
SUBDRAIN PIPE TO
DAYLIGHT AS SHOWN
(SEE DETAILS 5/C-501
& 7/C-501) (SEE NOTE 4)
4" PERFORATED PVC
PIPE SUBDRAIN
R = 39.5'
BEGIN ASPHALT
SHOULDER
EXTENSION
CENTERLINE/SURVEY
CONSTR. BASELINE (TYP)
PIPE TOP: 408.70'
PIPE INV: 408.07'
EXIST. STORM
DRAIN (TYP)
STA. 30+90.23
OFF: 10.91' LT
PIPE TOP: 379.44'
PIPE INV: 378.14'
EXIST. STORM
DRAIN (TYP)
END OF DRAINAGE
LAYER (SEE DETAIL
5/C-301)
27'
5'
15'
LIMIT OF BASE
BID/OPTION 3 WORK
90°
22°
45°
60°
SUBDRAIN PIPE
INV. = 389.1'
AT CONNECTION
SUBDRAIN PIPE
INV. = 405.2'
SUBDRAIN PIPE
INV. = 390.2'
CENTER OF
ROUNDABOUT
N: 389504.62
E: 2444203.30
STA. 29+53.84
OFF: 70.90' RT
PIPE TOP: 450.99'
PIPE INV: 449.56'
VEGETATION
LINE (TYP)
CENTERLINE OF
EXIST. SWALE (TYP)
EXIST. EDGE OF GRAVEL
SHOULDER (TYP)
EDGE OF
PAVEMENT (TYP)
A
A
A
PIPE TOP:451.53'
PIPE INV:450.09'
EXIST. STORM
DRAIN (TYP)
SUBDRAIN PIPE
CLEANOUT (SEE
DETAIL 8/C-501)
CENTERLINE OF
EXIST SWALE (TYP)
4" PERFORATED PVC
PIPE SUBDRAIN
CENTERLINE/SURVEY
CONSTR. BASELINE (TYP)
56°
124°
SUBDRAIN PIPE TO
TIE INTO EXIST.
STORM DRAIN PIPE
(SEE DETAIL 9/C-501)
STA. 21+50A
END OF DRAINAGE
LAYER (SEE DETAIL
5/C-301)
SUBDRAIN PIPE
INV. = 451.7'
D
2 3
C
4 5
A
B
1 2 3 4 5
US Army Corps of Engineers
DISTRICT
D A
T E
S O
L I C
I T
A T
I O
N
N
U M
B E
R
F I
M
E
M A
R K
D W
G
S
I Z
E
C O
N T
R A
M
B E
R
SHEET NUMBER
B Y
D E
S C
R I P
T I O
N A
C T
I O
N
X
I S
S U
E S
U B
M I T
T A
L
D
A T
E
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
D I S
T R
I C
T
D W
N
B
Y
R E
V I E
W E
D
B
Y
D E
S
B
Y
P L O
T
S
C A
L E
C K
D
B
Y
D A
N G
M G
V S
T V
S T
P H
I L A
D E
L P
H I A
-I F
B
W
B
U
B
P L
T A
T
O
S
T A d w g
P L
T A
T
O
S
T A
P H
A S
T A
T
O
S
T A
A C
C E
A
D
R
E P
A V
I N
G
A
P
A I R
S
L E
E S
P O
R T
P
A
B L
R
K
E
C-112
PHILADELPHIA
PLAN - STA. 23+54.61 TO STA. 31+06.08
PLAN - STA. 23+54.61 TO STA. 31+06.08
PLAN - STA. 20+12.92 TO STA. 23+54.61
PLAN - STA. 20+12.92 TO STA. 23+54.61
NORTH
PLAN
NORTH
PLAN
M A
T C
H L I N
E M
A T
C H
L I N
E
R E
C
R E
C
MATCHLINE MATCHLINE
RE: 2/C-111 RE: 2/C-111
M A
T C
H L I N
E
M A
T C
H L I N
E
R E
C
R E
C
M A
T C
H L I N
E M
A T
C H
L I N
E
R E
C
R E
C
NOTES:
1. FOR GENERAL NOTES AND LEGEND, SEE SHEET C-001.
2. FOR TYPICAL SECTIONS, SEE SHEET C-301.
3. FOR CWL SEE SHEETS C-301, C-302 AND C-501.
4. SUBDRAIN PIPE TRENCH WORK EXTENDING INTO OPTION 3
WORK LIMIT IS INCLUDED IN BASE BID.
C
C
C
C
C
C
AutoCAD SHX Text
AutoCAD SHX Text 20'
AutoCAD SHX Text 20'
AutoCAD SHX Text 10'
AutoCAD SHX Text
SCALE IN FEET
AutoCAD SHX Text
AutoCAD SHX Text 20'
AutoCAD SHX Text 20'
AutoCAD SHX Text 10'
EXIST. EDGE OF GRAVEL
SHOULDER (TYP)
CENTERLINE OF
EXIST. SWALE (TYP)
EDGE OF
PAVEMENT (TYP)
CENTERLINE/SURVEY
CONSTR. BASELINE (TYP)
EDGE OF
PAVEMENT (TYP)
A
A
A
A
A
STA. 32+49.83
OFF: 12.56' RT
STA. 32+59.39
OFF: 11.74' RT
STA. 33+99.72
OFF: 12.43' LT
END ASPHALT
SHOULDER
EXTENSION
END ASPHALT
SHOULDER
EXTENSION
STA. 34+09.50
OFF: 11.42' LT
D
2 3
C
4 5
A
B
1 2 3 4 5
US Army Corps of Engineers
DISTRICT
D A
T E
S O
L I C
I T
A T
I O
N
N
U M
B E
R
F I
M
E
M A
R K
D W
G
S
I Z
E
C O
N T
R A
M
B E
R
SHEET NUMBER
B Y
D E
S C
R I P
T I O
N A
C T
I O
N
X
I S
S U
E S
U B
M I T
T A
L
D
A T
E
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
D I S
T R
I C
T
D W
N
B
Y
R E
V I E
W E
D
B
Y
D E
S
B
Y
P L O
T
S
C A
L E
C K
D
B
Y
D A
N G
M G
V S
T V
S T
P H
I L A
D E
L P
H I A
-I F
B
W
B
U
B
P L
T A
T
O
S
T A d w g
P L
T A
T
O
S
T A
P H
A S
T A
T
O
S
T A
A C
C E
A
D
R
E P
A V
I N
G
A
P
A I R
S
L E
E S
P O
R T
P
A
B L
R
K
E
C-113
PHILADELPHIA
PLAN - STA. 31+06.09 TO STA. 36+83.68
PLAN - STA. 31+06.09 TO STA. 36+83.68
NORTH
PLAN
M A
T C
H L I N
E M
A T
C H
L I N
E
R E
C
R E
C
MATCHLINE MATCHLINE
RE: 1/C-114 RE: 1/C-114
NOTES:
1. FOR GENERAL NOTES AND LEGEND, SEE SHEET C-001.
2. FOR TYPICAL SECTIONS, SEE SHEET C-301.
3. FOR CWL SEE SHEETS C-301, C-302 AND C-501.
C
AutoCAD SHX Text
AutoCAD SHX Text 20'
AutoCAD SHX Text 20'
AutoCAD SHX Text 10'
EXIST. SIGN
POST (TYP)
CENTERLINE OF
EXIST. SWALE (TYP)
EXIST. SIGN
POST (TYP)
CENTERLINE
OF EXIST.
PATH
CENTERLINE OF
EXIST. SWALE (TYP)
CENTERLINE OF
EXIST. SWALE (TYP)
EXIST. EDGE OF GRAVEL
SHOULDER (TYP)
EXIST. EDGE OF GRAVEL
SHOULDER (TYP)
EXIST. EDGE OF GRAVEL
SHOULDER (TYP)
EXIST. EDGE OF GRAVEL
SHOULDER (TYP)
PIPE TOP: 368.53'
PIPE INV: 367.04'
PIPE TOP: 369.28'
PIPE INV: 367.89'
CENTERLINE/SURVEY
CONSTR. BASELINE (TYP)
R =
44'
R = 18'
R = 17'
R = 20'
LIMIT OF BASE
BID/OPTION 1 WORK
EDGE OF
PAVEMENT (TYP)
C-503
A
A
A
A
11+29B
0+00B
B
B
B
B
B
B
B
B
B
B
B
0+00C
STA. 39+29.33
OFF: 10.94' LT
STA. 39+49.09
OFF: 14.25' LT
STA. 39+39.88
OFF: 11.95' RT
STA. 39+67.02
OFF: 13.71' RT
STA. 40+11.26
OFF: 64.04' LT
STA. 39+62.09
OFF: 60.50' LT
STA. 39+80.45
OFF: 42.92' LT
STA. 39+80.65
OFF: 33.38' LT
STA. 39+60.83
OFF: 15.31' LT
STA. 39+49.87
OFF: 13.06' RT
STA. 40+04.92
OFF: 33.03' LT
CENTERLINE/SURVEY
CONSTR. BASELINE (TYP)
END ASPHALT
SHOULDER EXTENSION
BEGIN ASPHALT
SHOULDER
EXTENSION
BEGIN ASPHALT
SHOULDER
EXTENSION
BEGIN ASPHALT
SHOULDER EXTENSION
EXIST. STORM
DRAIN (TYP)
PIPE TOP: 377.42'
PIPE INV: 376.44'
PIPE TOP: 377.03'
PIPE INV: 375.56'
PIPE TOP: 372.64'
PIPE INV: 371.47'
STA. 39+67.70A
OFF: 18.11'
PLACE 8 LF OF 18"
CMP W/END SECTION
PIPE TOP: 375.86'
PIPE INV: 374.32'
(SEE NOTE 4)
PIPE TOP: 373.11'
PIPE INV: 371.97'
EDGE OF
PAVEMENT (TYP)
PARKING LOT D
(OPTION 1)
ALIGNMENT B
STA. 0+00 TO STA. 11+29
EDGE OF
PAVEMENT (TYP)
R = 6'
R = 6.5'
R = 15'
R = 7'
R = 10'
R = 7'
R = 5'
R = 9.5'
TRANSITION BETWEEN
NEW PAVEMENT AND
EXIST. BITUMINOUS PATH
(SEE DETAIL 1/C-501)
EXIST.BITUMINOUS
PATH (TYP)
TRANSITION BETWEEN
NEW PAVEMENT AND
EXIST. GRAVEL DRIVEWAY
(SEE DETAIL 2/C-501)
STA. 40+04.80
OFF: 43.21' LT
D
2 3
C
4 5
A
B
1 2 3 4 5
US Army Corps of Engineers
DISTRICT
D A
T E
S O
L I C
I T
A T
I O
N
N
U M
B E
R
F I
M
E
M A
R K
D W
G
S
I Z
E
C O
N T
R A
M
B E
R
SHEET NUMBER
B Y
D E
S C
R I P
T I O
N A
C T
I O
N
X
I S
S U
E S
U B
M I T
T A
L
D
A T
E
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
D I S
T R
I C
T
D W
N
B
Y
R E
V I E
W E
D
B
Y
D E
S
B
Y
P L O
T
S
C A
L E
C K
D
B
Y
D A
N G
M G
V S
T V
S T
P H
I L A
D E
L P
H I A
-I F
B
W
B
U
B
P L
T A
T
O
S
T A d w g
P L
T A
T
O
S
T A
T
I O
N
P H
A S
T A
T
O
S
T A
A C
C E
A
D
R
E P
A V
I N
G
A
P
A I R
S
L E
E S
P O
R T
P
A
B L
R
K
E
C-114
PHILADELPHIA
PLAN - STA. 36+83.68 TO STA. 39+92.90 & OPTION 1
PLAN - STA. 36+83.68 TO STA. 39+92.90 & OPTION 1
MATCHLINE MATCHLINE
RE: 1/C-113 RE: 1/C-113
M A
T C
H L I N
E M
A T
C H
L I N
E
R E
C
R E
C
NORTH
PLAN
NOTES:
1. FOR GENERAL NOTES AND LEGEND, SEE SHEET C-001.
2. FOR TYPICAL SECTIONS, SEE SHEET C-301 & C-302.
3. FOR PARKING LOT STRIPING AND CONCRETE PARKING CURB STOP
LOCATIONS, SEE SHEET C-504.
4. CONNECT NEW 18" PIPE TO EXISTING PIPE AS PER MANUFACTURER'S
RECOMMENDATIONS. SEE DETAIL 4/C-301.
5. FOR CWL SEE SHEETS C-301, C-302 AND C-501.
C
C
C
C
AutoCAD SHX Text
AutoCAD SHX Text 20'
AutoCAD SHX Text 20'
AutoCAD SHX Text 10'
EXIST. SIGN
POST (TYP)
VEGETATION
LINE (TYP)
EXIST. EDGE OF GRAVEL
SHOULDER (TYP)
EXIST. EDGE OF GRAVEL
SHOULDER (TYP)
VEGETATION
LINE (TYP)
PIPE TOP: 333.98'
PIPE INV: 331.82'
PIPE TOP: 345.85'
PIPE INV: 344.78'
PIPE TOP: 375.40'
PIPE INV: 373.95'
CENTERLINE/SURVEY
CONSTR. BASELINE (TYP)
R = 26'
R = 15'
R = 27'
R = 30'
LIMIT OF BASE
BID/OPTION 2 WORK
EDGE OF
PAVEMENT (TYP)
EDGE OF
PAVEMENT (TYP)
C-503
A
A
A
A
A
A
C
C
C
C
C
C
C
STA. 39+78.82
OFF: 21.87' RT
STA. 39+82.11
OFF: 32.21' RT
STA. 40+05.90
OFF: 29.59' RT
STA. 40+05.65
OFF: 24.66' RT
STA. 40+34.17
OFF: 11.73' RT
STA. 40+44.04
OFF: 10.97' RT
STA. 40+54.68
OFF: 10.93' LT
STA. 40+34.82
OFF: 15.55' LT
STA. 40+20.55
OFF: 15.46' LT
STA. 44+68.13
OFF: 11.00' LT
STA. 45+10.84
OFF: 34.05' RT
STA. 45+10.58
OFF: 37.67' RT
STA. 44+96.56
OFF: 12.00' RT
ALIGNMENT 1
STA. 0+00 TO STA. 65+53
END ASPHALT
SHOULDER EXTENSION
END ASPHALT
SHOULDER
EXTENSION
C-503
BEGIN ASPHALT
SHOULDER
EXTENSION
END ASPHALT
SHOULDER EXTENSION
BEGIN ASPHALT
SHOULDER
EXTENSION
PIPE TOP: 334.32'
PIPE INV: 332.84'
PIPE TOP: 333.80'
PIPE INV: 332.55'
STORM
DRAIN (TYP)
PIPE TOP: 339.88'
PIPE INV: 338.68'
PIPE TOP: 336.34'
PIPE INV: 335.03'
EXIST. STORM
DRAIN (TYP)
STA. 65+22.38
OFF: 17.55' RT
EXIST.
PATH
STA. 40+18.77
OFF: 11.93' RT
STA. 2+93.08
OFF: 38.84' LT
STA. 2+92.31
OFF: 19.06' LT
STA. 2+98.29
OFF: 11.78' LT
R = 8'
R = 34'
STA. 2+91.77
OFF: 20.91' RT
STA. 2+73.12
OFF: 11.44' RT
STA. 4+65.79
OFF: 38.24' LT
STA. 4+64.04
OFF: 17.25' LT
STA. 4+54.03
OFF: 11.65' LT
R = 12.5'
STA. 5+94.85
OFF: 37.24' LT
STA. 5+91.99
OFF: 11.07' LT
R = 9'
STA. 2+66.91
OFF: 11.77' RT
STA. 2+58.46
OFF: 17.44' RT
EDGE OF
PAVEMENT (TYP)
LIMIT OF BASE
BID/OPTION 2 WORK
PARKING LOT E
(OPTION 2)
CENTERLINE/SURVEY
CONSTR. BASELINE (TYP)
ALIGNMENT C
STA. 0+00 TO STA. 7+33
R = 5.5'
R = 7'
R = 4.5'
R = 9'
R = 9'
D
2 3
C
4 5
A
B
1 2 3 4 5
US Army Corps of Engineers
DISTRICT
D A
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S O
L I C
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SHEET NUMBER
B Y
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M I T
T A
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A
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N G
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R S
D I S
T R
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V I E
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D E
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T V
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P L
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T A d w g
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P H
A S
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C-115
PHILADELPHIA
PLAN - STA. 39+92.90 TO STA. 45+18.85 & OPTION 2
PLAN - STA. 39+92.90 TO STA. 45+18.85 & OPTION 2
MATCHLINE MATCHLINE
RE: 1/C-114 RE: 1/C-114
M A
T C
H L I N
E M
A T
C H
L I N
E
R E
C
R E
C
NORTH
PLAN
NOTES:
1. FOR GENERAL NOTES AND LEGEND, SEE SHEET C-001.
2. FOR TYPICAL SECTIONS, SEE SHEET C-301.
3. FOR PARKING LOT STRIPING AND CONCRETE PARKING
CURB STOP LOCATIONS, SEE SHEET C-505.
4. FOR CWL SEE SHEETS C-301, C-302 AND C-501.
C
C
C
C
C
C
AutoCAD SHX Text
AutoCAD SHX Text 20'
AutoCAD SHX Text 20'
AutoCAD SHX Text 10'
4+04D
0+00D
D
D
D
D
CENTERLINE
OF EXIST.
SWALE (TYP)
EXIST. EDGE OF GRAVEL
SHOULDER (TYP)
EXIST. EDGE OF GRAVEL
SHOULDER (TYP)
EXIST.
GRAVEL
PATH
EXIST.
GRAVEL
PATH
PIPE TOP: 315.78'
PIPE INV: 314.27'
EXIST. EDGE
OF GRAVEL
SHOULDER
(TYP)
EXIST. ELECTRIC
BOX (TYP)
EXIST. CONCRETE PAD
12'
12'
R = 28'
R = 50'
R = 20'
R = 25'
R = 10'
C-503
STA. 45+50A
BEGIN ONE WAY
CONFIGURATION
(SEE DETAIL 6/C-301)
STA. 46+58A
END ONE WAY
CONFIGURATION
(SEE DETAIL 6/C-301)
EXIST. SIGN
POST (TYP)
65+53A
A
A
A
A
A
A
A
A
A
A
A
7+33C
STA. 65+02.74
OFF: 13.97' RT
STA. 45+49.88
OFF: 9.63' RT
STA. 45+28.02
OFF: 32.13' RT
STA. 45+26.87
OFF: 40.91' RT
STA. 50+95.45
OFF: 32.10' RT
STA. 50+86.00
OFF: 31.72' RT
STA. 0+00D BEGIN CONCESSION
BUILDING SERVICE ROAD
(SEE DETAIL 7/301)
END ASPHALT
SHOULDER
EXTENSION
EXIST. STORM
DRAIN (TYP)
PIPE TOP: 320.71'
PIPE INV: 319.16'
EDGE OF
PAVEMENT (SEE
DETAIL 8/C-301)
PIPE TOP: 324.39'
PIPE INV: 323.38'
PIPE TOP: 324.48'
PIPE INV: 323.44'
PIPE TOP: 323.98'
PIPE INV: 322.96'
PIPE TOP: 323.88'
PIPE INV: 322.85'
EXIST. CONCESSION
BUILDINGS
CONCESSION BUILDING
SERVICE ROAD (BASE BID)
EXIST.
BOLLARD
(TYP)
STA. 65+18A
END ONE WAY
CONFIGURATION
(SEE DETAIL 6/C-301)
EXIST.
BITUMINOUS
PATH (TYP)
EXIST. BITUMINOUS
PATH (TYP)
TRANSITION BETWEEN
NEW PAVEMENT AND
EXIST. BITUMINOUS PATH
(SEE DETAIL 1/C-501)
TRANSITION BETWEEN
NEW PAVEMENT AND
EXIST. BITUMINOUS PATH
(SEE DETAIL 1/C-501)
EDGE OF
PAVEMENT (TYP)
PARKING LOT F
(BASE BID)
CENTERLINE/SURVEY
CONSTR. BASELINE (TYP)
ALIGNMENT A
STA. 0+00 TO STA. 65+53
STA. 64+40A
BEGIN ONE WAY
CONFIGURATION
(SEE DETAIL 6/C-301)
EDGE OF
PAVEMENT (TYP)
CENTERLINE/SURVEY
CONSTR. BASELINE (TYP)
R = 5.5'
R = 3.5'
R = 8'
R = 8'
D
2 3
C
4 5
A
B
1 2 3 4 5
US Army Corps of Engineers
DISTRICT
D A
T E
S O
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N
N
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SHEET NUMBER
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M G
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T V
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H I A
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A V
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A
P
A I R
S
L E
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P O
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C-116
PHILADELPHIA
PLAN - STA. 45+18.85 TO STA. 65+40.81
PLAN - STA. 45+18.85 TO STA. 65+40.81
M A
T C
H L I N
E M
A T
C H
L I N
E
R E
C
R E
C
MATCHLINE MATCHLINE
RE: 1/C-117 RE: 1/C-117
NOTES:
1. FOR GENERAL NOTES AND LEGEND, SEE SHEET C-001.
2. FOR TYPICAL SECTIONS, SEE SHEET C-301.
3. FOR PARKING LOT STRIPING AND CONCRETE PARKING CURB STOP
LOCATIONS, SEE SHEET C-506.
4. FOR CWL SEE SHEETS C-301, C-302 AND C-501.
C
C
C
AutoCAD SHX Text
AutoCAD SHX Text 20'
AutoCAD SHX Text 20'
AutoCAD SHX Text 10'
EXIST. EDGE OF GRAVEL
SHOULDER (TYP)
EXIST. TIMBER
GUIDE RAIL (TYP)
EXIST. SIGN
POST (TYP)
EXIST.
MANHOLE (TYP)
CENTERLINE
OF EXIST.
SWALE (TYP)
EXIST. EDGE OF GRAVEL
SHOULDER (TYP)
25'
CENTERLINE/SURVEY
CONSTR. BASELINE (TYP)
EXIST.
GRAVEL
PATH
EDGE OF
PAVEMENT (TYP)
A
A
A
A
A
A
A
A
A
STA. 56+48.56
OFF: 20.11' RT
STA. 56+66.96
OFF: 18.65' RT
STA. 56+91.17
OFF: 9.31' RT
STA. 56+20.80
OFF: 10.50' RT
ASPHALT DRIVEWAY
EXTENSION
(SEE DETAIL 2/501)
EDGE OF
PAVEMENT (TYP)
ALIGNMENT A
STA. 0+00 TO STA. 65+53
EXIST. EDGE OF GRAVEL
SHOULDER (TYP)
PARKING LOT F
(BASE BID)
EDGE OF
PAVEMENT (TYP)
R = 7'
R = 11'
R = 6'
R = 11'
STA. 54+67.96
OFF: 13.87' RT
STA. 54+61.85
OFF: 19.04' RT
D
2 3
C
4 5
A
B
1 2 3 4 5
US Army Corps of Engineers
DISTRICT
D A
T E
S O
L I C
I T
A T
I O
N
N
U M
B E
R
F I
M
E
M A
R K
D W
G
S
I Z
E
C O
N T
R A
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B E
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SHEET NUMBER
B Y
D E
S C
R I P
T I O
N A
C T
I O
N
X
I S
S U
E S
U B
M I T
T A
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D
A T
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U S
A
R M
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C
O R
E
N G
I N
E E
R S
D I S
T R
I C
T
D W
N
B
Y
R E
V I E
W E
D
B
Y
D E
S
B
Y
P L O
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S
C A
L E
C K
D
B
Y
D A
N G
M G
V S
T V
S T
P H
I L A
D E
L P
H I A
-I F
B
W
B
U
B
P L
T A
T
O
S
T…
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